What is the lightest W section (Fy = 50ksi) that cansupport a shear load of 500 kips?W33x118W30x116W12x210W27x114A beam will have an 8ft unbraced length and support amoment of 1080 kft. What is the most economical Wsection that can support the moment?W30x90W27x102W24x104W30x99Which shape cannot support a moment of 765 kft atan unbraced length of 15 ft? Fy=50ksi.W14x132W18x106W24x94W24x103

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What is the lightest W section (Fy = 50ksi) that can support a shear load of 500 kips? W33x118 OW30x116 W12x210 OW27x114

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

What is the lightest W section (Fy = 50ksi) that can
support a shear load of 500 kips?
W33x118
W30x116
W12x210
W27x114
A beam will have an 8ft unbraced length and support a
moment of 1080 kft. What is the most economical W
section that can support the moment?
W30x90
W27x102
W24x104
W30x99
Which shape cannot support a moment of 765 kft at
an unbraced length of 15 ft? Fy=50ksi.
W14x132
W18x106
W24x94
W24x103

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